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| 1 | Earth work in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches, drain not exceeding 1.5m in width 10 sq.m on plan including dressing of sides ramming of bottoms for all lead and lift including setting out the excavated soil & disposal of surplus soil with all lead including providing barricading danger lighting guarding as directed by departmental officer in all types strata comprising any of the materials such as soil, silt sand clay gravel moorum of all conglomerated laterite rock, soft rock fissured shattered decomposed rock or weathered rock and all such other materials as described under Appendix A to these specification either in full or in parts as the case may be adopting any approved method of methods as may be convenient or permitted inclusive of chiselling, wedging etc, blasting probhibited in all conglomerates as directed by the Engineer-incharge etc, complete. |
| 2 | Refilling the pipeline/foundation trenches plinth sides foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 3 | Repairs and reinstatement to the road for trenches made by laying water supply pipeline, by removing the refilled material in the trench for the total depth of 0.40m and making good the road surface by providing laying rolling by road roller compacting for laterite soling 30cm thick, two layer of full grout of 50mm thick each as per specifications mentioned in item no 14086 of road GSR, complete as per the direction of the engineer in charge. |
| 4 | Rural road. |
| 5 | Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m including labour, tools, etc. and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviceable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer in charge. |
| 6 | By Manual Means |
| 7 | Rural Roads |
| 8 | Supplying at store or site of work including railway freight carting loading and unloading stacking etc. Centrifugally cast (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS : 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS : 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 . |
| 9 | 200 mm dia |
| 10 | Supplying at store or site of work including railway freight carting loading and unloading stacking etc. welded Ductile Iron double flanged pipes - PN16 horizontally cast conforming to IS: 1537-1960 in Class K-9. |
| 11 | Barrel Length of 1.0 metres |
| 12 | 200 mm dia |
| 13 | Barrel Length of 2.0 metres |
| 14 | 200 mm dia |
| 15 | Barrel Length of 4.5 metres |
| 16 | 200 mm dia |
| 17 | Supply at store or site of work including railway freight carting loading unloading stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. |
| 18 | Flanged Socket |
| 19 | 200 mm dia |
| 20 | Double Flange Reducer |
| 21 | 200x80 mm dia |
| 22 | Double Socket Bend 90 Degree |
| 23 | 200 mm dia |
| 24 | Double Socket Bend 45 Degree |
| 25 | 200 mm dia |
| 26 | Supplying at store or site of work including railway freight carting loading unloading stacking etc. C. I. Sluice valve conforming to IS : 14846-2000 and bearing ISI mark double flanged with cap. TYPE P.N. 1.0 (Class B ) |
| 27 | 80 mm dia |
| 28 | 150 mm dia |
| 29 | 200 mm dia |
| 30 | 400 mm dia |
| 31 | 450 mm dia |
| 32 | Construction of masonry chamber 120x120x100 cm inside in 40kg/sq. cm brickwork complete with 23 cms wall thickness and in cement mortar1:4 ( 1 cement : 4 coarse sand) for sluice valve size beyond 200mm dia with necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 coarse sand: 10 graded stone ballast 40 mm nominal size) and inside plastered with CM 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and chamber cover as specified below etc. all complete as per standard drawing . (rate is inclusive of rate earthwork excavation, cost of surface cover and all other materials and labour and as per details below) |
| 33 | with M.S. sheet cover with 12mm thick M.S. plate and frame of Angle iron 50x50x6mm in 120 mm thick RCC slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
| 34 | Construction of masonry chamber 60x60x75cm inside in 40kg/sq. cm brickwork complete with 23 cms wall thickness and in cement mortar 1:4( 1 cement : 4coarse sand) for sluice valves 50 to 80mm with necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 coarse sand: 10 graded stone ballast 40 mm nominal size) and inside plastered with CM 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and chamber cover as specified below etc. all complete as per standard drawing . (rate is inclusive of rate earthwork excavation cost of surface cover and all other materials and labour and as per details below) |
| 35 | with M.S. sheet cover with 12mm thick M.S. plate and frame of Angle iron 50x50x6mm in 120 mm thick RCC slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
| 36 | Construction of masonry chamber 90x90x100 cm inside in 40kg/sq. cm brickwork complete with 23 cms wall thickness and in cement mortar 1:4( 1 cement : 4 coarse sand) for sluice valve of sizes 100 mm 120 mm 150 mm and 200mm dia with necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 coarse sand: 10 graded stone ballast 40 mm nominal size) and inside plastered with CM 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and chamber cover as specified below etc. all complete as per standard drawing . (rate is inclusive of rate earthwork excavation cost of surface cover and all other materials and labour and as per details below) |
| 37 | with M.S. sheet cover with 12mm thick M.S. plate and frame of Angle iron 50x50x6mm in 120 mm thick RCC slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
| 38 | Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as per IS:2685-1971 CLASS I |
| 39 | 80 mm dia |
| 40 | 150 mm dia |
| 41 | 200 mm dia |
| 42 | Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc .complete as directed as per IS:2685-1971 CLASS II & III. |
| 43 | 400 mm dia |
| 44 | 450 mm dia |
| 45 | Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. cast iron standard flanged socket/plain ended fittings for pressure pipes conforming to IS:1538-1976 suitable for conventional lead joints/ rubber gasket joints. HEAVY Class. |
| 46 | Supply installation testing and Commissioning of INBUILT BATTERRRY OPERATED Electromagnetic Flow Meter (EMF) for Raw/ treated water with accuracy +/-1% of measured valve and protection as per given specifications for size 100 mm – 1000 mm including sensor transmitter surge arrestor 25 mtrs sensor/ transmitter AC/ DC. Inbuilt battery should proSupply installation testing and Commissioning of INBUILT BATTERRRY OPERATED Electromagnetic Flow Meter (EMF) for Raw/ treated water with accuracy +/-1% and sensor of protection of IP 68 Grade for pressure rating PN 16 including sensor coil housed in Cast Aluminium/ Carbon Steel with anti-corrosive food grade powder coating; Co-axial signal sensor/ transmitter & power cable routed through duct of 50mm dia G.I. Pipe; surge arrestor; over voltage protection unit PTFE/ Rubber Liner material(as desired by Engineer in-charge). The output showing volumetric flow rate and totalized flow with other details shall be on LCD display screen mounted on the flow meter body or in the near by control room with upto 25m length transmitter / sensor cabling and simultaneous transmission of reading through GSM Mobile signals to designated phone numbers and meter should have data storage of required capacity and shall be freely programmable for future upgradation and Scada compatible. Inbuilt battery should provide power to meter for minimum five years etc. complete as directed by Engineer-incharge.vide power to meter for minimum five years etc. complete as directed by Engineer-incharge. |
| 47 | 450 mm dia |
| 48 | 400 mm dia |
| 49 | Supplying cast iron fittings as per IS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts. |
| 50 | Mechanical Compression Collar Coupling |
| 51 | 400 mm dia |
| 52 | 450 mm dia |
| 53 | Making flanged joints for C.I./D.I. Pipes and specials with rubber insertion nuts and bolts including necessary hydraulic testing etc. complete including cost of rubber insertion nuts and boltsas directed by the engineer in-charge. |
| 54 | 80 mm dia |
| 55 | 150 mm dia |
| 56 | 200 mm dia |
| 57 | 400 mm dia |
| 58 | 450 mm dia |
| 59 | Supplying at store or site of work including railway freight carting loading unloading stacking etc. C. I. single large orifice air valve ( fig S2confirming to IS 14848/2000 with suitable connections as directed by Engineer -In- Charge for working pressure of 10kg/sq.cm. (Class B) |
| 60 | 25 mm dia |
| 61 | 50 mm dia |
| 62 | Fixing C.I. Single large orifice air valve of similar make with bronze ferrule at inlet screwed suitable to working pressure of 15kg/sq. cm for 12 mm to 20mm and 10kg/sq. cm for 25mm to 50mm complete as directed by the engineer in-charge of following sizes. |
| 63 | 25 mm dia |
| 64 | 50 mm dia |
| 65 | Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight carting loading and unloading stacking transit insurance etc. complete Conforming to IS: 4985-2000 and bearing ISI mark Class 6 kg/cm2. |
| 66 | 90 mm dia |
| 67 | 110 mm dia |
| 68 | 160 mm dia |
| 69 | Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3 including hydraulic testing of joints as directed by the engineer in-charge. |
| 70 | 90 mm dia |
| 71 | 160 mm dia |
| 72 | Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) EPDM type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket oil soft soap and hydraulic testing of jointing as per IS:3144-1985. |
| 73 | 200 mm dia |
| 74 | Supply at store or site of work including railway freight carting loading unloading stacking etc. Ductile Iron pipe specials including rubber ring fitting push on joints conforming to IS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. |
| 75 | M.J.Collar |
| 76 | 80 mm dia |
| 77 | 150 mm dia |
| 78 | 200 mm dia |
| 79 | 400 mm dia |
| 80 | 450 mm dia |
| 81 | Supply of rigid PVC fittings conforming to IS: 7834-1975 designed for precision and accuracy so as to join PVC pipes and other specials including railway freight carting loading and unloading and stacking etc. complete. |
| 82 | Elbow PN 10 (10kg/cm2) |
| 83 | 90 mm dia |
| 84 | END CAP ( Plain ) PN 6 (6 kg/cm2 |
| 85 | 90 mm dia |
| 86 | Female Threaded Adaptor |
| 87 | 90 mm dia |
| 88 | Male Threaded Adaptor |
| 89 | 90 mm dia |
| 90 | Service Saddle |
| 91 | 90 x 25 |
| 92 | Reducer (Multi Stage) |
| 93 | 110x90 |
| 94 | 160x110 |
| 95 | Conveying carefully from stack at site 250m from both sides rolling and lowering in trenches laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer in-charge |
| 96 | 90 mm OD |
| 97 | 160 mm OD |
| 98 | Conveying carefully from stack at site 250m from both sides rolling and lowering in trenches laying and jointing true to line and level and perfect linking of joints |
| 99 | Cast iron or Ductile iron or A.C. or S & S or flanged & PVC pipes. |
| 100 | Cutting of cast iron / ductile iron pipes by mechanical grinder working on electricity including the cost of hire charges of mechanical grinder diesel operated electrical generator set suitable for supplying power for the grinder for cutting cost of grinding blades skilled work force fuel etc required for completion of job as per the direction of Engineer- in -charge |
| 101 | 400 mm dia |
| 102 | 450 mm dia |
| 103 | Supply of Texmo CRI, LUBI or equivalent make booster pump3 phase 50H3power supply conforming to ISI specificationwith head 60 metres& discharge 180LPM |
| 104 | Supply of outdoor control panel unit with all the electrical accessories ammemter , voltmeter , RYB, MCB 3 phase meter box , starter 1&t make or evuivalent, with complete wiring & self-cabinet stand etc, complet. |
| 105 | Installation charges of the booster pump and palel board at site including transportation , commissioning and testing including earthing etc, complet. |
| 106 | Supply and installationof pressure gauge14kg/cm2 Please Enable Macros to View BoQ information |
